HomeMy WebLinkAboutBLD02-319-DESIGN REPORT.PDFmmisw
Single 14" BCI® 400s SP
Job Name: RYDAN INC.
Address: LOT 18 LONG BAY
City, State, Zip: ,
Customer:
Code reports: NER 594, ICBO 5208
BC CALM) 2003 DESIGN REPORT - US Tuesday, September 23, 2003 14:1
File Name: FLOOR JOISTS: J 1
Description: FLOOR JOISTS over Storage and Wet Bar
Specifier:
Designer: jag
Company: Stock Building Supply
Misc: Floor Joist I
M. ALA All 1"
L1 Standard Load - 40 psf 110 psf OC Spacing 19.2" 1
BO, 2-1/2" 21-02-00 B1, 3-1/2" ��� B2, 2-1/2"
590 Ibs LL 1648 Ibs LL 562 Ibs LL
129 Ibs DL 412 Ibs DL 118 Ibs DL
General Data
Version: US Imperial
Member Type: Joist
Number of Spans: 2
Left Cantilever: No
Right Cantilever: No
Slope: 0/12
OC Spacing: 19.2"
Repetitive: Yes
Construction Type: Glued
Live Load: 40 psf
Dead Load: 10 psf
Partition Load: 0 psf
Duration: 100
Disclosure
The completeness and accuracy of
the input must be verified by anyone
who would rely on the output as
evidence of suitability for a
particular application. The output
above is based upon building
code -accepted design properties
and analysis methods. Installation
of BOISE engineered wood
products must be in accordance
with the current Installation Guide
and the applicable building codes.
To obtain an Installation Guide or if
you have any questions, please call
(800)232-0788 before beginning
product installation.
BC CALC@, BC FRAMER@, BCI@,
BC RIM BOARD-, BC OSB RIM
BOARD-, BOISE GLULAM-,
VERSA -LAM®, VERSA -RIM®,
VERSA -RIM PLUS@,
VERSA -STRAND-,
VERSA -STUD@, ALLJOIST@ and
AJSTm are trademarks of
Boise Cascade Corporation.
Total Horizontal Length - 41-02-00
Load Summary
ID Description
Load Type Ref.
Start End
Type
Value
OCS
Dur.
S Standard Load Unf. Area Left
00-00-00 41-02-00 Live
40 psf
19.2"
100%
Dead
10 psf
19.2"
90%
Controls Summary
Control Type
Value
% Allowable
Duration
Load Case
Span Location
Moment
4247 ft-Ibs
98.4%
100%
2
2 - Left
Neg. Moment
-4247 ft-Ibs
98.4%
100%
2
1 - Right
End Reaction
719 Ibs
60.0%
100%
4
1 -Left
Int. Reaction
2060 Ibs
85.8%
100%
2
1 - Right
Cont. Shear
1047 Ibs
57.4%
100%
2
1 - Right
Total Load Defl.
U518 (0.49")
46.3%
4
1
Live Load Defl.
U603 (0.422")
59.7%
4
1
Total Neg. Defl
-0.143"
28.5%
4
2
Max Defl.
0.49"
49.0%
4
1
Span / Depth
18.1
n/a
1
Notes
Design meets Code minimum (U240) Total load deflection criteria.
Design meets Code minimum (U360) Live load deflection criteria.
Design meets arbitrary (1") Maximum load deflection criteria.
Minimum bearing length for BO is 2-1/2".
Minimum bearing length for 131 is 3-1/2".
Minimum bearing length for B2 is 2-1/2".
Entered/Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing